Publication Cover
International Journal of Architectural Heritage
Conservation, Analysis, and Restoration
Volume 18, 2024 - Issue 5
255
Views
4
CrossRef citations to date
0
Altmetric
Research Article

A Comparative Computational Investigation on the In-Plane Behavior and Capacity of Dry-Joint URM Walls

, , , &
Pages 849-870 | Received 09 Nov 2022, Accepted 20 Apr 2023, Published online: 22 May 2023

References

  • Aguilar, R., R. Marques, K. Sovero, C. Martel, F. Trujillano, and R. Boroschek. 2015. Investigations on the Structural Behaviour of Archaeological Heritage in Peru: From Survey to Seismic Assessment. Engineering Structures 95:94–111. doi:10.1016/j.engstruct.2015.03.058.
  • Bacigalupo, A., A. Cavicchi, and L. Gambarotta. 2012. A Simplified Evaluation of the Influence of the Bond Pattern on the Brickwork Limit Strength. Advanced Materials Research 368–373:3495–508. http://www.scientific.net/AMR.368-373.3495.
  • Baggio, C., and P. Trovalusci. 1998. Limit Analysis for No-Tension and Frictional Three-Dimensional Discrete Systems. Mechanics of Structures and Machines 26 (3):287–304. doi:10.1080/08905459708945496.
  • Bretas, E. M., J. V. Lemos, and P. B. Lourenço. 2014. A DEM Based Tool for the Safety Analysis of Masonry Gravity Dams. Engineering Structures 59 (February):248–60. doi:10.1016/j.engstruct.2013.10.044.
  • Casapulla, C., L. U. Argiento, A. Maione, and E. Speranza. 2021. Upgraded Formulations for the Onset of Local Mechanisms in Multi-Storey Masonry Buildings Using Limit Analysis. Structures 31 (November 2020):380–94. doi:10.1016/j.istruc.2020.11.083.
  • Chen, S., A. Ferrante, F. Clementi, and K. Bagi. 2021. DEM Analysis of the Effect of Bond Pattern on the Load Bearing Capacity of Barrel Vaults under Vertical Loads. International Journal of Masonry Research and Innovation 6 (3):346–73. doi:10.1504/IJMRI.2021.116234.
  • Colombo, C., N. Savalle, A. Mehrotra, M. Francesco Funari, and P. B. Lourenço. 2022. Experimental, Numerical and Analytical Investigations of Masonry Corners: Influence of the Horizontal Pseudo-Static Load Orientation. Construction and Building Materials 344 (July):127969. doi:10.1016/j.conbuildmat.2022.127969.
  • Cundall, P. A. 1971. “A Computer Model for Simulating Progressive, Large-Scale Movements in Blocky Rock Systems.” In The International Symposium on Rock Mechanics, 2:47–65. Nancy.
  • Cundall, P. A., and C. Detournay. 2017. Dynamic Relaxation Applied to Continuum and Discontinuum Numerical Models in Geomechanics. In Rock Mechanics and Engineering, ed. Feng, Xia-Thing, 57–102. London, UK: CRC Press.
  • De Risi, M. T., M. Di Domenico, P. Ricci, G. Mario Verderame, and G. Manfredi. 2019. Experimental Investigation on the Influence of the Aspect Ratio on the In-Plane/out-of-Plane Interaction for Masonry Infills in RC Frames. Engineering Structures 189 (April):523–40. doi:10.1016/j.engstruct.2019.03.111.
  • Drucker, D. C. 1953. “Coulomb Friction, Plasticity, and Limit Loads.”
  • Erdogmus, E., B. Pulatsu, and M. Hoff. 2020. Reverse Engineering a Fully Collapsed Ancient Roman Temple through Geoarchaeology and DEM. International Journal of Architectural Heritage 00 (00):1–21. doi:10.1080/15583058.2020.1728593.
  • Ferris, M. C., and F. Tin-Loi. 2001. Limit Analysis of Frictional Block Assemblies as a Mathematical Program with Complementarity Constraints. International Journal of Mechanical Sciences 43 (1):209–24. doi:10.1016/S0020-7403(99)00111-3.
  • Forsyth, M. ed. 2007. Structures & Construction in Historic Building Conservation. Oxford, UK: Blackwell Publishing Ltd. doi:10.1002/9780470691816.
  • Fortunato, G., M. Francesco Funari, and P. Lonetti. 2017. Survey and Seismic Vulnerability Assessment of the Baptistery of San Giovanni in Tumba (Italy). Journal of Cultural Heritage 26:64–78. doi:10.1016/j.culher.2017.01.010.
  • Funari, M. F., B. Pulatsu, S. Szabó, and P. B. Lourenço. 2022. A Solution for the Frictional Resistance in Macro-Block Limit Analysis of Non-Periodic Masonry. Structures 43 (June):847–59. doi:10.1016/j.istruc.2022.06.072.
  • Galvez, F., L. Sorrentino, D. Dizhur, and J. M. Ingham. 2021. Using DEM to Investigate Boundary Conditions for Rocking URM Facades Subjected to Earthquake Motion. Journal of Structural Engineering 147 (11):04021191. doi:10.1061/(asce)st.1943-541x.0003171.
  • Gilbert, M., C. Casapulla, and H. M. Ahmed. 2006. Limit Analysis of Masonry Block Structures with Non-Associative Frictional Joints Using Linear Programming. Computers & Structures 84 (13–14):873–87. doi:10.1016/j.compstruc.2006.02.005.
  • Haach, V. G., G. Vasconcelos, and P. B. Lourenço. 2011. Parametrical Study of Masonry Walls Subjected to In-Plane Loading through Numerical Modeling. Engineering Structures 33 (4):1377–89. doi:10.1016/j.engstruct.2011.01.015.
  • Itasca Consulting Group Inc. 2013. 3DEC Three Dimensional Distinct Element Code. Minneapolis.
  • Lemos, J. V. 2007. Discrete Element Modeling of Masonry Structures. International Journal of Architectural Heritage 1 (2):190–213. doi:10.1080/15583050601176868.
  • Lemos, J. V., and A. Campos Costa. 2017. Simulation of Shake Table Tests on Out-of-Plane Masonry Buildings. Part (V): Discrete Element Approach. International Journal of Architectural Heritage 11 (1):117–24. doi:10.1080/15583058.2016.1237587.
  • Lisjak, A., and G. Grasselli. 2014. A Review of Discrete Modeling Techniques for Fracturing Processes in Discontinuous Rock Masses. Journal of Rock Mechanics and Geotechnical Engineering. 6 (4):301–14. Elsevier Ltd. doi:10.1016/j.jrmge.2013.12.007.
  • Livesley, R. K. 1978. Limit Analysis of Structures Formed. International Journal for Numerical Methods in Engineering 12 (12):1853–71. doi:10.1002/nme.1620121207.
  • Lorenzis De, L., R. Dimitri, and J. Ochsendorf. 2012. Structural Study of Masonry Buttresses: The Stepped Form. Proceedings of the Institution of Civil Engineers, Structures & Buildings 165 (9):499–521. doi:10.1680/stbu.10.00043.
  • Lourenço, P. B., D. V. Oliveira, P. Roca, and A. Orduña. 2005. Dry Joint Stone Masonry Walls Subjected to In-Plane Combined Loading. Journal of Structural Engineering 131 (11):1665–73. doi:10.1061/(asce)0733-9445(2005)131:11(1665).
  • Lourenço, P. B., and L. F. Ramos. 2004. Characterization of Cyclic Behavior of Dry Masonry Joints. Journal of Structural Engineering 130 (5):779–86. doi:10.1061/(ASCE)0733-9445(2004)130:5(779).
  • Maccarini, H., G. Vasconcelos, H. Rodrigues, J. Ortega, and P. B. Lourenço. 2018. Out-of-Plane Behavior of Stone Masonry Walls: Experimental and Numerical Analysis. Construction and Building Materials 179:430–52. doi:10.1016/j.conbuildmat.2018.05.216.
  • Ma, Y., and H. Huang. 2018. DEM Analysis of Failure Mechanisms in the Intact Brazilian Test. International Journal of Rock Mechanics and Mining Sciences 102 (February 2017):109–19. doi:10.1016/j.ijrmms.2017.11.010.
  • Malomo, D., M. J. DeJong, and A. Penna. 2021. Influence of Bond Pattern on the In-Plane Behavior of URM Piers. International Journal of Architectural Heritage 15 (10):1492–511. doi:10.1080/15583058.2019.1702738.
  • Naciri, K., I. Aalil, A. Chaaba, and M. Al-Mukhtar. 2022. Numerical Analysis of the Brick Shape and Bond Pattern Effects on the Masonry Cyclic Behavior: A New Brick Shape to Improve the Masonry Seismic Performance. Asian Journal of Civil Engineering 23 (1):67–86. doi:10.1007/s42107-021-00409-5.
  • Ochsendorf, J. A., J. I. Hernando, and S. Huerta. 2004. Collapse of Masonry Buttresses. Journal of Architectural Engineering 10 (3):88–97. doi:10.1061/(ASCE)1076-0431(2004)10:3(88).
  • Orduña, A. 2003. Seismic Assessment of Ancient Masonry Structures by Rigid Blocks Limit Analysis. Doctor of Philosophy, Department of Civil Engineering, University of Minho, Portugal.
  • Portioli, F., C. Casapulla, L. Cascini, M. D’Aniello, and R. Landolfo. 2013. Limit Analysis by Linear Programming of 3D Masonry Structures with Associative Friction Laws and Torsion Interaction Effects. Archive of Applied Mechanics 83 (10):1415–38. doi:10.1007/s00419-013-0755-4.
  • Portioli, F., C. Casapulla, M. Gilbert, and L. Cascini. 2014. Limit Analysis of 3D Masonry Block Structures with Non-Associative Frictional Joints Using Cone Programming. Computers & Structures 143 (September):108–21. doi:10.1016/J.COMPSTRUC.2014.07.010.
  • Portioli, F., L. Cascini, C. Casapulla, and M. D’Aniello. 2013. Limit Analysis of Masonry Walls by Rigid Block Modelling with Cracking Units and Cohesive Joints Using Linear Programming. Engineering Structures 57:232–47. doi:10.1016/j.engstruct.2013.09.029.
  • Pulatsu, B., F. Gencer, and E. Erdogmus. 2020. Study of the Effect of Construction Techniques on the Seismic Capacity of Ancient Dry-Joint Masonry Towers through DEM. European Journal of Environmental and Civil Engineering 0 (0):1–18. doi:10.1080/19648189.2020.1824823.
  • Pulatsu, B., S. Gonen, P. B. Lourenço, J. V. Lemos, and J. Hazzard. July 2022. Computational Investigations on the Combined Shear–Torsion–Bending Behavior of Dry-Joint Masonry Using DEM. Computational Particle Mechanics 10(2):249–60. doi: https://doi.org/10.1007/s40571-022-00493-7.
  • Ravi Prakash, P., B. Pulatsu, B. L. Paulo, M. Azenha, and J. M. Pereira. 2020. A Meso-Scale Discrete Element Method Framework to Simulate Thermo-Mechanical Failure of Concrete Subjected to Elevated Temperatures. Engineering Fracture Mechanics 239 (August):107269. doi:10.1016/j.engfracmech.2020.107269.
  • Rios, A. J., M. Pingaro, E. Reccia, and P. Trovalusci. 2022. Statistical Assessment of In-Plane Masonry Panels Using Limit Analysis with Sliding Mechanism. Journal of Engineering Mechanics 148 (2):1–16. doi:10.1061/(asce)em.1943-7889.0002061.
  • Roca, P. 2006. Assessment of Masonry Shear-Walls by Simple Equilibrium Models. In Construction and Building Materials, Vol. 20, 229–38. Elsevier. doi:10.1016/j.conbuildmat.2005.08.023.
  • Saloustros, S., L. Pelà, P. Roca, and J. Portal. 2015. Numerical Analysis of Structural Damage in the Church of the Poblet Monastery. Engineering Failure Analysis 48 (February):41–61. doi:10.1016/j.engfailanal.2014.10.015.
  • Savalle, N., P. B. Lourenço, and G. Milani. 2022. Joint Stiffness Influence on the First-Order Seismic Capacity of Dry-Joint Masonry Structures: Numerical DEM Investigations. Applied Sciences 12 (4):2108. doi:10.3390/app12042108.
  • Shrestha, J. K., S. Pradhan, and D. Gautam. 2020. In-Plane Behavior of Various Brick Bonds in Masonry Walls. Innovative Infrastructure Solutions 5 (2):1–10. doi:10.1007/s41062-020-00306-x.
  • Szabó, S., M. Francesco Funari, B. Pulatsu, and P. B. Lourenço. 2022. Lateral Capacity of URM Walls: A Parametric Study Using Macro and Micro Limit Analysis Predictions. Applied Sciences 2022 12 (21):10834. doi:10.3390/APP122110834.
  • Vasconcelos, G., and P. B. Lourenço. 2009. In-Plane Experimental Behavior of Stone Masonry Walls under Cyclic Loading. Journal of Structural Engineering 135 (10):1269–77. doi:10.1061/(asce)st.1943-541x.0000053.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.